createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1718793820299 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 384000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-07-2024 16:30:00 tenderQueryClose 05-07-2024 16:30:00 technicalBidOpen 08-07-2024 16:31:00 publishedDate 27-06-2024 11:39:57 publishedByPost PWD_EE_DIV_VJP publishedByUser KPE15035 - R K MUJUMADAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 26-06-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shri R K Mujumadar splitEmdRequiredYn True emdBankGuarantee 284000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8880889091 tenderSupplierList None
tenderSchedule	createdTs 1718793820330 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT10948 title CONSTRUCTION OF PWD I.B AT MULAWADA VILLAGE IN KOLHAR TALUK OF VIJAYAPURA DISTRICT under Appendex E-4059 22-23 description CONSTRUCTION OF PWD I.B AT MULAWADA VILLAGE IN KOLHAR TALUK OF VIJAYAPURA DISTRICT under Appendex E-4059 22-23 category WORKS categoryText Works ecv 25544932.14 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1687 locationName PWD Division Office Vijayapura provisionalAmount 30000000.0 groupOverheadTotal 0.0 fileNumber KPWD/SD/BGD/IB/BUILDING/MULWAD/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718793820000 0 None None Buildings SUB ESTIMATE FOR GROUND FLOOR 15037309.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3311157 115624 None Vol-1page no 8 item no 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 117.71 117.71 280.8 False None None False None False 33052.968 0 3311158 115624 None vol-1 page no 8 item no 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 126.38 126.38 388.85 False None None False None False 49142.863 0 3311159 115624 None vol-1 page no 8 item no 1.15.1 1.14 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.15.1 In ordinary/soft rock without blasting upto 1.5 m depth ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 449.76 449.76 267.87 False None None False None False 120477.2112 0 3311160 115624 None Vol-2 page no 5 item no 4.1 4.0 ANTI-TERMITE TREATMENT 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 146.2 146.2 462.0 False None None False None False 67544.4 0 3311161 115624 None Vol-1 page no 15 item no 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 7420.37 7420.37 115.37 False None None False None False 856088.0869 0 3311162 115624 None Vol-1 page no 15 item no 2.2.3 2.2 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.2.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 7850.3 7850.3 115.9 False None None False None False 909849.77 0 3311163 115624 None Vol-1 page no 111 item no sl no 1a Addendum I-Additionalities for formwork, Centering & Scaffolding " For Foundation upto Plinth (a) Isolated " at 8% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 628.02 628.02 115.9 False None None False None False 72787.518 0 3311164 115624 None Vol-1 page no 16 item no 2.4.3 2.4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 7850.3 7850.3 40.72 False None None False None False 319664.216 0 3311165 115624 None Vol-1 page no 111 item no sl no 9 Addendum II-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5495.21 5495.21 10.75 False None None False None False 59073.5075 0 3311166 115624 None Vol-1 page no 111 item no sl no 2 Addendum I -Additionalities for formwork, Centering & Scaffolding " For Plinth Beams of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 3925.15 3925.15 27.22 False None None False None False 106842.583 0 3311167 115624 None Vol-1 page no 112 item no sl no 15 Addendum I-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 3925.15 3925.15 2.745 False None None False None False 10774.53675 0 3311168 115624 None Vol-1 page no 16 item no 2.5.2 2.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 8478.48 8478.48 155.94 False None None False None False 1322134.1712 0 3311169 115624 None Vol-1 page no 111 item no sl no 9 Addendum I-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5934.93 5934.93 26.64 False None None False None False 158106.5352 0 3311170 115624 None Vol-1 page no 112 item no sl no 14 Addendum II-Additionalities for formwork, Centering & Scaffolding " For Beams & lintels of Buildings " at 60% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5087.09 5087.09 48.29 False None None False None False 245655.5761 0 3311171 115624 None Vol-1 page no 112 item no sl no 19 Addendum I-Additionalities for formwork, Centering & Scaffolding " For Chejjas, Canopy & Other Architectural projections of minor sections " at 45% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 3815.31 3815.31 12.67 False None None False None False 48339.9777 0 3311172 115624 None Vol-1 page no 112 item no sl no 15 Addendum I-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 4239.24 4239.24 68.34 False None None False None False 289709.6616 0 3311173 115624 None Vol-2 page no 9 item no 5.1.1 5.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with: 5.1.1 Cement mortar 1:6 (1 cement: 6 coarse sand) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 6952.03 6952.03 62.43 False None None False None False 434015.2329 0 3311174 115624 None Vol-1 page no 7 item no 1.9 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 329.57 329.57 655.55 False None None False None False 216049.6135 0 3311175 115624 None Vol-2 page no 17 item no 6.31 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 9884.74 9884.74 132.4 False None None False None False 1308739.576 0 3311176 115624 None Vol-2 page no 16 item no 6.26 6.26 Providing and laying Autoclaved Aerated Cement blocks masonry with 100 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level in cement mortar 1:4 (1 cement : 4 coarse sand ) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 10602.12 10602.12 8.26 False None None False None False 87573.5112 0 3311177 115624 None Vol-1 page no 18 item no 2.11.a 2.11 a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Tonne 110837.22 110837.22 29.09 False None None False None False 3224254.7298 0 3311178 115624 None Vol-2 page no 100 item no 12.13.1 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 122431.79 122431.79 0.87 False None None False None False 106515.6573 0 3311179 115624 None Vol-2 page no 100 item no 12.15 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 8545.38 8545.38 5.0 False None None False None False 42726.9 0 3311180 115624 None Vol-2 page no 105 item no 12.57.6 12.57 Providing and fixing flush door shutter made out of solid core block board type, well seasoned ,chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 12.57.6 -do- 35 mm thick both side commercial ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 4115.96 4115.96 40.75 False None None False None False 167725.37 0 3311181 115624 None Vol-2 page no 104 item no 12.51 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 1258.82 1258.82 17.0 False None None False None False 21399.94 0 3311182 115624 None Vol-2 page no 108 item no 12.83.2 12.83 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm (0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in- charge 12.83.2 42x50 mm PVC Extruded section ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 296.12 296.12 35.7 False None None False None False 10571.484 0 3311183 115624 None Vol-2 page no 111 item no 12.92 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 7737.56 7737.56 13.23 False None None False None False 102367.9188 0 3311184 115624 None Vol-2 page no 110 item no 12.90 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 8343.43 8343.43 74.2 False None None False None False 619082.506 0 3311185 115624 None Vol-2 page no 109 item no 12.85 12.85 Providing & fixing of louvered ventilator made out of multi chamberedUPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 7085.84 7085.84 16.8 False None None False None False 119042.112 0 3311186 115624 None Vol-2 page no 86 item no 11.34B 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Kg 226.74 226.74 1638.0 False None None False None False 371400.12 0 3311187 115624 None Vol-2 page no 41 item no 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 315.95 315.95 653.6 False None None False None False 206504.92 0 3311188 115624 None Vol-2 page no 50 item no 8.51 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 123.9 123.9 1632.76 False None None False None False 202298.964 0 3311189 115624 None Vol-2 page no 42 item no 8.8 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 459.67 459.67 303.61 False None None False None False 139560.4087 0 3311190 115624 None Vol-2 page no 60 item no 9.12.2 9.12 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. 9.12.2 Size of Tile 600x600 mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 1418.66 1418.66 302.75 False None None False None False 429499.315 0 3311191 115624 None Vol-2 page no 63 item no 9.23 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 3055.37 3055.37 201.07 False None None False None False 614343.2459 0 3311192 115624 None Vol-2 page no 60 item no 9.11 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 1101.47 1101.47 34.5 False None None False None False 38000.715 0 3311193 115624 None Vol-2 page no 65 item no 9.38 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 1724.69 1724.69 128.08 False None None False None False 220898.2952 0 3311194 115624 None Vol-2 page no 46 item no 8.33.2 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 170.98 170.98 5.0 False None None False None False 854.9 0 3311195 115624 None Vol-2 page no 47 item no 8.33.3 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 172.22 172.22 91.0 False None None False None False 15672.02 0 3311196 115624 None Vol-2 page no 47 item no 8.35.2 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 245.32 245.32 1632.76 False None None False None False 400548.6832 0 3311197 115624 None Vol-2 page no 46 item no 8.30 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 215.59 215.59 501.74 False None None False None False 108170.1266 0 3311198 115624 None Vol-2 page no 85 item no 11.28 11.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless-steel nuts and bolts complete, i/c fixing the railing with necessary accessories &stainless-steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Kg 700.04 700.04 640.98 False None None False None False 448711.6392 0 3311199 115624 None Vol-2 page no 59 item no 9.6.1 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 1572.29 1572.29 34.34 False None None False None False 53992.4386 0 3311200 115624 None Vol-2 page no 105 item no 12.59 12.59 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 1353.96 1353.96 4.0 False None None False None False 5415.84 0 3311201 115624 None Vol-2 page no 106 item no 12.69.2 12.69 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. 12.69.2 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 295.34 295.34 100.0 False None None False None False 29534.0 0 3311202 115624 None Vol-2 page no 105 item no 12.58 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 145.85 145.85 19.0 False None None False None False 2771.15 0 3311203 115624 None Vol-2 page no 105 item no 12.61 12.61 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 1203.25 1203.25 50.0 False None None False None False 60162.5 0 3311204 115624 None Vol-2 page no 105 item no 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 158.0 158.0 50.0 False None None False None False 7900.0 0 3311205 115624 None Vol-2 page no 107 item no 12.73.1 12.73 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 12.73.1 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Each 53.48 53.48 50.0 False None None False None False 2674.0 0 3311206 115624 None Vol-2 page no 121 item no 13.31.3 13.31 Providing and fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamp at 1 00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-charge. Internal work -Exposed on wall 25mm nominal OD Pipe ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 394.0 394.0 600.0 False None None False None False 236400.0 0 3311207 115624 None Vol-5 page no 113 item no 10.1.7 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 394 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 509.23 509.23 400.0 False None None False None False 203692.0 0 3311208 115624 None Vol-2 page no 131 item no 14.2.1 14.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 14.2.1 W.C. pan with ISI marked white solid plastic seat and lid ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Each 5994.2 5994.2 6.0 False None None False None False 35965.2 0 3311209 115624 None Vol-2 page no 135 item no 14.25.1 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings :Flat back wash basin of size 630x450 mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Each 1221.65 1221.65 9.0 False None None False None False 10994.85 0 3311210 115624 None Vol-2 page no 120 item no 13.17.4 13.17 Providing and fixing PTMT bib cock of approved quality and colour 13.17.4 15 mm nominal bore, 90 mm long, ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 299.84 299.84 50.0 False None None False None False 14992.0 0 3311211 115624 None Vol-2 page no 120 item no 13.18.1 13.18 Providing and fixing PTMT stop cock of approved quality and colour 13.18.1 15 mm nominal bore, 86 mm long, weighing not less than 88 g ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 162.31 162.31 50.0 False None None False None False 8115.5 0 3311212 115624 None Vol-5 page no 221 item no 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Each 2430.92 2430.92 4.0 False None None False None False 9723.68 0 3311213 115624 None Vol-2 page no 125 item no 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter etc. complete as directed by the engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 360.55 360.55 81.0 False None None False None False 29204.55 0 1718793820000 0 None None Buildings SUB ESTIMATE FOR FIRST FLOOR / TERRACE FLOOR 1969705.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3311214 115625 None Vol-1 page no 16 item no 2.5.2 2.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 8563.26 8563.26 10.3 False None None False None False 88201.578 0 3311215 115625 None Vol-1 page no 111 item no sl no 9 Addendum I-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5994.28 5994.28 9.4 False None None False None False 56346.232 0 3311216 115625 None Vol-1 page no 112 item no sl no 14 Addendum II-Additionalities for formwork, Centering & Scaffolding " For Beams & lintels of Buildings " at 60% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5137.96 5137.96 0.89 False None None False None False 4572.7844 0 3311217 115625 None Vol-2 page no 17 item no 6.31 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 9983.59 9983.59 43.1 False None None False None False 430292.729 0 3311218 115625 None Vol-2 page no 86 item no 11.34B 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Kg 229.0 229.0 54.0 False None None False None False 12366.0 0 3311219 115625 None Vol-1 page no 18 item no 2.11.A 2.11 a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Tonne 111945.6 111945.6 1.32 False None None False None False 147768.192 0 3311220 115625 None Vol-2 page no 100 item no 12.13.1 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 123656.1 123656.1 0.06 False None None False None False 7419.366 0 3311221 115625 None Vol-2 page no 105 item no 12.57.6 12.57 Providing and fixing flush door shutter made out of solid core block board type, well seasoned ,chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 12.57.6 -do- 35 mm thick both side commercial ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 4157.12 4157.12 2.25 False None None False None False 9353.52 0 3311222 115625 None Vol-2 page no 104 item no 12.51 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 1271.41 1271.41 1.0 False None None False None False 1271.41 0 3311223 115625 None Vol-2 page no 110 item no 12.90 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 8426.86 8426.86 3.0 False None None False None False 25280.58 0 3311224 115625 None Vol-2 page no 42 item no 8.8 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 464.27 464.27 308.03 False None None False None False 143009.0881 0 3311225 115625 None Vol-2 page no 41 item no 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 319.1 319.1 70.07 False None None False None False 22359.337 0 3311226 115625 None Vol-2 page no 50 item no 8.51 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 125.14 125.14 74.8 False None None False None False 9360.472 0 3311227 115625 None Vol-2 page no 46 item no 8.33.2 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 172.69 172.69 2.25 False None None False None False 388.5525 0 3311228 115625 None Vol-2 page no 47 item no 8.33.3 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 173.94 173.94 3.0 False None None False None False 521.82 0 3311229 115625 None Vol-2 page no 47 item no 8.35.2 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 247.78 247.78 74.8 False None None False None False 18533.944 0 3311230 115625 None Vol-2 page no 46 item no 8.30 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 217.74 217.74 321.45 False None None False None False 69992.523 0 3311231 115625 None Vol-2 page no 149 item no 15.1 15.1Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 1022.39 1022.39 518.08 False None None False None False 529679.8112 0 3311232 115625 None Vol-2 page no 121 item no 13.31.3 13.31 Providing and fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamp at 1 00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-charge. Internal work -Exposed on wall 25mm nominal OD Pipe ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 397.94 397.94 200.0 False None None False None False 79588.0 0 3311233 115625 None Vol-5 page no 113 item no 10.1.7 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 394 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 514.32 514.32 150.0 False None None False None False 77148.0 0 3311234 115625 None Vol-2 page no 120 item no 13.17.4 13.17 Providing and fixing PTMT bib cock of approved quality and colour 13.17.4 15 mm nominal bore, 90 mm long, ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 302.84 302.84 4.0 False None None False None False 1211.36 0 3311235 115625 None Vol-2 page no 120 item no 13.18.1 13.18 Providing and fixing PTMT stop cock of approved quality and colour 13.18.1 15 mm nominal bore, 86 mm long, weighing not less than 88 g ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 163.93 163.93 16.0 False None None False None False 2622.88 0 3311236 115625 None Vol-2 page no 125 item no 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter etc. complete as directed by the engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. m 364.15 364.15 80.0 False None None False None False 29132.0 0 3311237 115625 None Vol-2 page no 123 item no 13.34 13.34 Providing and placing on terrace(at all floor levels), polyethylene water storage tanks as per IS:12701 marked, withcover and suitable locking arrangements, making necessary holes of suitable diameter for inlet, outlet and overflow pipes, but without fittings and the base support for tank. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Ltr 11.26 11.26 4000.0 False None None False None False 45040.0 0 3311238 115625 None Vol-2 page no 106 item no 12.69.2 12.69 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. 12.69.2 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 298.35 298.35 4.0 False None None False None False 1193.4 0 3311239 115625 None Vol-2 page no 105 item no 12.58 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 147.33 147.33 1.0 False None None False None False 147.33 0 3311240 115625 None Vol-2 page no 105 item no 12.65 12.65 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 72.44 72.44 1.0 False None None False None False 72.44 0 3311241 115625 None Vol-2 page no 105 item no 12.61 12.61 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 1215.51 1215.51 2.0 False None None False None False 2431.02 0 3311242 115625 None Vol-2 page no 105 item no 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. No 159.61 159.61 2.0 False None None False None False 319.22 0 3311243 115625 None Vol-2 page no 107 item no 12.73.1 12.73 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 12.73.1 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Each 54.02 54.02 2.0 False None None False None False 108.04 0 3311244 115625 None Vol-2 page no 82 item no 11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Kg 170.19 170.19 754.66 False None None False None False 128435.5854 0 3311245 115625 None Vol-2 Page no 26 Item no 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 710.79 710.79 35.93 False None None False None False 25538.6847 0 1718793820000 0 None None Buildings SUB ESTIMATE FOR CC ROAD 3685539.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3311246 115626 None SR 2023-24, Vo-1 ,Page No-7,Item No 1.8 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials,usage& all other appurtenaces required to complete the work ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 587.29 587.29 275.0 False None None False None False 161504.75 0 3311247 115626 None Vol-3, P.No. 25, I.No. 4.10(ii) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Vol-3, P.No. 25 I.No. 4.10(ii)) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 4137.02 4137.02 137.5 False None None False None False 568840.25 0 3311248 115626 None Vol-3, P.No. 26, I.No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Vol-3, P.No. 26 I.No. 4.17) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 3170.6 3170.6 206.25 False None None False None False 653936.25 0 3311249 115626 None Vol-3, P.No. 149, I.No. 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 8368.21 8368.21 275.0 False None None False None False 2301257.75 0 1718793820000 0 None None Buildings SUB ESTIMATE FOR COMPOUND WALL 4852378.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3311250 115627 None SR 2023-24, Vo-1 ,Page No-8,Item No 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 126.38 126.38 162.0 False None None False None False 20473.56 0 3311251 115627 None SR 2023-24, Vo-1 ,Page No-15,Item No 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 7420.37 7420.37 42.11 False None None False None False 312471.7807 0 3311252 115627 None SR 2023-24, Vo-1 ,Page No-15,Item No 2.2.3 2.2 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 7850.3 7850.3 8.1 False None None False None False 63587.43 0 3311253 115627 None SR 2023-24,Page No-111,Item No Sl no 1a Addendum I-Additionalities for formwork, Centering & Scaffolding " For Foundation upto Plinth (a) Isolated " at 8% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 628.02 628.02 8.1 False None None False None False 5086.962 0 3311254 115627 None SR 2023-24, Vo-1 ,Page No-16,Item No 2.4.3 2.4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 7850.3 7850.3 5.99 False None None False None False 47023.297 0 3311255 115627 None SR 2023-24,Page No-111,Item No Sl no 9 Addendum II-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5495.21 5495.21 5.99 False None None False None False 32916.3079 0 3311256 115627 None SR 2023-24, Vo-1 ,Page No-16,Item No 2.5.2 2.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 8478.48 8478.48 34.5 False None None False None False 292507.56 0 3311257 115627 None SR 2023-24,Page No-111,Item No Sl no 9 Addendum I-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 5934.93 5934.93 7.26 False None None False None False 43087.5918 0 3311258 115627 None SR 2023-24,Page No-111,Item No Sl no 2 Addendum I -Additionalities for formwork, Centering & Scaffolding " For Plinth Beams of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 4239.24 4239.24 28.72 False None None False None False 121750.9728 0 3311259 115627 None SR 2023-24, Vo-1 ,Page No-7,Item No 1.9 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 329.57 329.57 139.97 False None None False None False 46129.9129 0 3311260 115627 None SR 2023-24, Vo-2 ,Page No-14,Item No 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 9873.59 9873.59 150.13 False None None False None False 1482322.0667 0 3311261 115627 None SR 2023-24, Vo-1 ,Page No-18,Item No 2.11.a 2.11 a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Tonne 110837.22 110837.22 5.64 False None None False None False 625121.9208 0 3311262 115627 None SR 2023-24, Vo-2 ,Page No-41,Item No 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 315.95 315.95 1338.53 False None None False None False 422908.5535 0 3311263 115627 None SR 2023-24, Vo-2 ,Page No-46,Item No 8.30 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 215.59 215.59 1622.7 False None None False None False 349837.893 0 3311264 115627 None SR 2023-24, Vo-2 ,Page No-47,Item No 8.35.2 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Sqm 245.32 245.32 1622.7 False None None False None False 398080.764 0 3311265 115627 None SR 2023-24, Vo-1 ,Page No-8,Item No 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Cum 117.71 117.71 5004.43 False None None False None False 589071.4553 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718793821000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718793821000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718793821000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1718793821000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1718793821000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1718793906000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1718793914000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contract value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1718793926000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1718793933000 0 None None ELIGIBILITY As per karnataka state government order LD/300/LET/2006 Bangalore dated 01-01-2007 and Govt letter No.PW/134/BMS /2007/dated 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1718793939000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1718793944000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1718793949000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1718793965000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1718793985000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1718793993000 0 None None ELIGIBILITY Tenderers are requested to read the Bid Documents before submission of their bid. None 1718794000000 0 None None ELIGIBILITY The Tenderer should submit proposed methodology and program of construction, backed with equipment and materials duly supported with broad calculations and quality management, plan, proposed to be adopted, justifying of execution and completion of the work as per technical specifications within the stipulated period of completion. None 1718794006000 0 None None ELIGIBILITY Department will not supply any materials. None 1718794011000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1718794017000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E-Procurement Portal. None 1718794022000 0 None None ELIGIBILITY The Employer reserves the rights reject one or all tender without assigning any reasons. None 1718794027000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Dept Division Vijayapur during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1718794033000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 inrespect of of the employees angaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1718794039000 0 None None ELIGIBILITY Defect liability period-365 days (1 year). None 1718794046000 0 None None ELIGIBILITY Contractors should be Registered in KPWD and copy should be uploaded in E-portal Attested by the Gazzeted officers not below the rank of Executive Engineer. None 1718794050000 0 None None ELIGIBILITY Contractor should prepare Quality Assurance Plan and get approved from Quality Assurance Executive Engineer before starting the work. None 1718794056000 0 None None ELIGIBILITY Contractor should establish Field Laboratory for testing of Materials. None 1718794064000 0 None None ELIGIBILITY The Increase in G.S.T shall not be paid in the extended period of Contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1718794074000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1718794079000 0 None None ELIGIBILITY Work Completion/Execution Period: 11 Months. None 1718794084000 0 None None ELIGIBILITY The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs. 3,84,000.00 shall be paid in full through E-payment or in two parts part(1)Rs.1,00,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 2,84,000/- EMD shall be in favour of Executive Engineer, Public Works Department Vijayapur Division Vijayapur. And should be in the form of Bank Guarantee in thePrescribed format obtained from any Nationalized / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None C)Executed in any one year the following minimum quantities of work(2019-20 to 2023-24) 1) Earth work Excavation 5739.57 cum 2) Providing and constructing Brick Masonry/Stone Masonry 317.05 Cum 3) Providing and laying Cement concrete (PCC/RCC) work 643.14 Cum 4) Providing and Fabricating Reinforcement Steel work 28.84 MT 5) Plastering 2139.07 Sqm 6) Flooring including Laying of Tiles Etc-458.12 Sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done Certificate in format 3 in support of format 4 with indent numbers compulsory None None None None To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2019-20 to 2023-24. (b) satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work such as Building works of value not less than Rs. 127.72 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate from Employer. Information in format 2 with work indent Numbers None None None None 3) Each Tenderer should further demonstrate:a)Availability by owning, owning/Hire/Lease basis, Govt circular on GO-FD/AE 263/EXP12-2022, dated- 11-05-2022, this clause for owning key equipments for works costing upto Rs. 3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in constructions as per MORTH specification.(1) Self Loading Concrete Mixer.(2) Concrete Mixer with Hopper.(3) Construction elevator/Building Hoist/Tower Cranes.(4) Water Tanker.(5) Shuttering materials.(6) Tippers. (7) Pin Vibrators.(8) Plate vibrators.(9) 5 HP Generator.(10) 5 HP pumpset. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of relevant documents to be furnished. Information in format 8 None None None None Assessed Tender capacity shall be more than the tendered amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the letter head of the tenderer None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity-(AXNX1.5-B) whereA -Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited -0.91 Year(11 Month).B-Value, at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.91 year(11 month) form the probable date of Award of this contract. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format 10 None None None None Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 11months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Latest income tax certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of ITC certificate None None None None Each Tenderer should further demonstrate:(b) liquid assets /or availability of credit facilities of not less than Rs.69.66 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Letter of Credit/Bankers Certified from Scheduled Bank or Nationalized Bank None None None None The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs. 3,84,000.00 shall be paid in full through E-payment or in two parts part(1)Rs.1,00,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 2,84,000/- EMD shall be in favour of Executive Engineer, Public Works Department Vijayapur Division Vijayapur. And should be in the form of Bank Guarantee in thePrescribed format obtained from any Nationalized / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of FDR /Pledged small saving instrument / BG None None None None To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2019-20 to 2023-24 (a) achieved in atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 510.89 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate from Chartered Accountant year wise from 2019-20 to 2023-24. Information in format 1 None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None Information on works are yet to be completed. Others Committed works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format 5 certificates in format 3 None None None None Information on works for which tender acceptance letters are received. Others New works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format 6 letter of acceptance None None None None Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers. Others Bankers Details createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the letter head of the tenderer. None None None None The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. Others CPM/PERT createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT Chart None None None None Constitutional or legal status of the tenderer Others Legal Status createdTs version createdDate modifiedDate documentName None None None None Others -- Copy of registration document None None None None Information on litigation in which the Tenderer is involved. Others Litigation createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format 10
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate FROM 2019-20 to 2023-24 True Technical Bid Contractor KPWD Civil Registration Certificate True Technical Bid Work done Certificate with indent Numbers True Technical Bid Quantitywise work done certificate True Technical Bid Machineries Documents True Technical Bid Line of Credit in prescribed format True Technical Bid GST Registration True Technical Bid Ongoing Work Details True Technical Bid Any other related Documents True Technical Bid UDIN from practicing Chartered Account is preferred True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719312652000 version 0 createdDate None modifiedDate None blockNumber Executive Engineers office PWD division Station road vijayapur street None city Bijapur state Karnataka pin 586101
tenderRecallDTO	None